Kethavath Srinath
Osmania University (OU), Hyderabad
Kethavath Srinath has created this Calculator and 400+ more calculators!
Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
Alithea Fernandes has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO
Ultimate Strength for No Compression Reinforcement
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement*Force ratio of strengths of reinforcements)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*(Area ratio of tensile reinforcement*Eccentricity by method of frame analysis*Force ratio of strengths of reinforcements/Distance from Compression to Tensile Reinforcement))) GO
Balanced Moment when Φ is Given
Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO
Ultimate Strength for Symmetrical Reinforcement in Single Layers
Axial Load Capacity=Capacity reduction factor*((Area of Compressive Reinforcement*Yield strength of reinforcing steel/((Eccentricity/Distance from Compression to Tensile Reinforcement)-Distance from Compression to Centroid Reinforcment+0.5))+(Width of compression face*Depth of column*28 Day Compressive Strength of Concrete/((3*Depth of column*Eccentricity/(Distance from Compression to Tensile Reinforcement^2))+1.18))) GO
Ultimate Strength for Short, Circular Members when Controlled by Tension
Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*(Overall diameter of section^2)*Capacity reduction factor*(sqrt((((0.85*Eccentricity/Overall diameter of section)-0.38)^2)+(Area ratio of gross area to steel area*Force ratio of strengths of reinforcements*Diameter of reinforcement/(2.5*Overall diameter of section)))-((0.85*Eccentricity/Overall diameter of section)-0.38)) GO
Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate GO
Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given
area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel GO
Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given
Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement GO
Axial-Load Capacity of Short Rectangular Members
Axial Load Capacity=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(area of tension reinforcement*Tensile Stress in Steel)) GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given
Yield Strength=(Ultimate strength-0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement))/Area of Reinforcement GO
Column Ultimate Strength with Zero Eccentricity of Load
Ultimate strength=0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement)+Yield Strength*Area of Reinforcement GO

1 Other formulas that calculate the same Output

Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given
Allowable Bearing Pressure=Axial Load/Area of foundation GO

Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate Formula

Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete
F<sub>p=0.35*f<sub>c
More formulas
Area of foundation of the Lowest Column of a Structure GO
Load when Area of Lowest Column of a Structure is Given GO
Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given GO
Equivalent Cantilever Dimension GO
Base Plate Thickness GO

Define Allowable Bearing Pressure?

The allowable bearing pressure is the maximum load that the footing can support without failure with appropriate factors of safety and the maximum load that the footing can support without intolerable settlements (serviceability).

How to Calculate Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate?

Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate calculator uses Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete to calculate the Allowable Bearing Pressure, The Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety. Allowable Bearing Pressure and is denoted by Fp symbol.

How to calculate Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate using this online calculator? To use this online calculator for Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate, enter 28 Day Compressive Strength of Concrete (fc) and hit the calculate button. Here is how the Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate calculation can be explained with given input values -> 3.500E+7 = 0.35*100000000.

FAQ

What is Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate?
The Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety and is represented as Fp=0.35*fc or Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete. 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.
How to calculate Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate?
The Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate formula is defined as the maximum load that the footing can support without failure with appropriate factors of safety is calculated using Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete. To calculate Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate, you need 28 Day Compressive Strength of Concrete (fc). With our tool, you need to enter the respective value for 28 Day Compressive Strength of Concrete and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Allowable Bearing Pressure?
In this formula, Allowable Bearing Pressure uses 28 Day Compressive Strength of Concrete. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Allowable Bearing Pressure=Axial Load/Area of foundation
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